JP2002047807A - Temporary shed - Google Patents
Temporary shedInfo
- Publication number
- JP2002047807A JP2002047807A JP2000234039A JP2000234039A JP2002047807A JP 2002047807 A JP2002047807 A JP 2002047807A JP 2000234039 A JP2000234039 A JP 2000234039A JP 2000234039 A JP2000234039 A JP 2000234039A JP 2002047807 A JP2002047807 A JP 2002047807A
- Authority
- JP
- Japan
- Prior art keywords
- brace
- beams
- temporary shed
- roof
- bolted
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
【０００１】[0001]
【発明の属する技術分野】本発明は、工事現場や堆肥場
等に雨がかからないように設置するか、あるいは簡易倉
庫やイベント会場等として使用するために設置する仮設
上屋に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a temporary shed installed at a construction site or a compost site so as to prevent rain, or installed for use as a simple warehouse or an event venue.
【０００２】[0002]
【従来の技術】近年、水質汚染を防ぐために、堆肥場に
雨がかからないようにするために簡単な上屋が必要とさ
れるようになってきている。また、工事現場において、
気象条件に影響されずに施工できるように、仮設の屋根
で現場を覆うことが求められている。また、仮設の倉庫
やイベント会場などの用途に使うことができる簡易で安
価な上屋が要望されている。2. Description of the Related Art In recent years, in order to prevent water pollution, a simple shed has been required to prevent rain from falling on a compost yard. Also, at the construction site,
It is required to cover the site with a temporary roof so that the construction can be performed without being affected by weather conditions. There is also a demand for a simple and inexpensive shed that can be used for temporary warehouses and event venues.
【０００３】[0003]
【発明が解決しようとする課題】このような要求に答え
るために、次のような提案や製品があるが、それぞれい
くつかの問題点がある。すなわち、特開平９−２３５７
８１号公報には、Ｉ形鋼の両端に通孔付き端板を固着し
て支柱、梁、縦桟等を形成し、これらの側面の適当個所
に通孔付き座板を固着し、またＩ形鋼のフランジに通孔
を穿ち、端板、座板、フランジの通孔にボルトを挿通し
て締め付け固定し、前後の支柱をターンバックル付きの
筋交いにより連結し、前後の梁上に波型板からなる数個
の屋根盤を並架して成る組立式仮設建築物が開示されて
いる。この組立式仮設建築物においては、屋根盤が波型
板からなるため荷重が大きく設計上不利である。また、
大スパンになると梁のサイズを大きくする必要があり不
経済である。また、柱や梁の製作に溶接をする必要があ
るため、加工費が高くなるとともに、加工後のどぶ漬け
メッキの費用が高くつく。To meet such demands, there are the following proposals and products, but each has some problems. That is, JP-A-9-2357
No. 81 discloses an end plate with a through hole fixed to both ends of an I-shaped steel to form a column, a beam, a vertical bar, etc., and a seat plate with a through hole fixed to an appropriate portion of these side surfaces. Drill a through hole in the flange of the section steel, insert a bolt into the through hole of the end plate, seat plate, flange, tighten and fix, connect the front and rear struts with a brace with a turnbuckle, and wave on the front and back beams A prefabricated temporary building in which several shingles made of planks are arranged side by side is disclosed. In this prefabricated temporary building, the roof is made of corrugated plates, so that the load is large and the design is disadvantageous. Also,
When the span becomes large, the size of the beam needs to be increased, which is uneconomical. In addition, since it is necessary to weld the columns and beams, the processing cost is high, and the cost of the soaking plating after the processing is high.
【０００４】また、特開平９−４１６７４号公報には、
端板を固着したＩ形鋼からなる両側の主杆の間に横桟を
掛け渡し、横桟上に波形板等の屋根板を張設し、主杆の
先端部下方に座片を設けて前後の屋根片を形成し、主杆
の端板同士をボルト接合するとともに、上面が山形をな
すＴ形中央支持体を両側の主杆の接合部下方に固定し、
このＴ形中央支持体の下部と屋根片の座片とをワイヤー
により連結してなる仮設建築物の組立屋根盤が開示され
ている。この組立屋根盤においては、枠組み足場に載せ
るためトラワイヤが必要であり、敷地に余裕がない場合
に不利である。また、タイバー（ワイヤー）が軒の高さ
にあるため、使用できる上部空間が制限される。また、
屋根片を形成するために溶接する必要があるため、加工
費が高くなるとともに、どぶ漬けメッキの費用が高くつ
く。Japanese Patent Application Laid-Open No. 9-41674 discloses that
A horizontal rail is spanned between main rods on both sides made of I-shaped steel to which an end plate is fixed, a roof plate such as a corrugated plate is stretched on the horizontal rail, and a seat is provided below the tip of the main rod. The front and rear roof pieces are formed, the end plates of the main rods are bolted together, and the T-shaped central support whose upper surface forms an angle is fixed below the joints of the main rods on both sides,
An assembling shingle of a temporary building is disclosed in which a lower portion of the T-shaped central support and a seat of a roof piece are connected by a wire. In this assembling shingle, a tiger wire is necessary for mounting on a frame scaffold, which is disadvantageous when there is not enough room on the site. Also, since the tie bar (wire) is at the height of the eaves, the available head space is limited. Also,
Since it is necessary to weld to form the roof pieces, the processing cost is high, and the cost of the soaking plating is high.
【０００５】また、特開平５−１９５６３３号公報に
は、桁行き方向に沿って所定個数配置した中空アルミ合
金製長尺型材からなる山形の屋根材と、該屋根材に一体
に接合された中空アルミ合金製長尺型材からなる支柱
と、屋根材間に張設された屋根シートからなり、屋根材
に開口されたガイド溝に屋根シートの両耳部に設けた抜
け止め材が摺動可能に挿通され、かつ屋根シートが屋根
材間において移動可能に張設され、また支柱の下部には
作業空間の両側に設けたレールを案内させて移動するロ
ーラ付き走行部材が取り付けられている仮設屋根が開示
されている。この仮設屋根においては、屋根材や支柱が
アルミ合金製であるため、材料費が高い。また、タイバ
ーが軒部間に取り付けられているので、その上の上部空
間が使用できない。また、柱が中空アルミ合金製長尺型
材からなるので、強度が低く、軒高をあまり高くするこ
とができない。Japanese Unexamined Patent Publication (Kokai) No. Hei 5-195633 discloses a mountain-shaped roof material made of a long aluminum-alloy long material arranged in a predetermined number along a girder direction, and a hollow member integrally joined to the roof material. It consists of a pillar made of long aluminum alloy material and a roof sheet stretched between the roof materials, and the retaining material provided at both ears of the roof sheet can slide in the guide groove opened in the roof material. A temporary roof is inserted, and a roof sheet is stretched movably between roofing materials, and a traveling member with a roller attached to the lower part of the support column is guided by rails provided on both sides of the work space and moves. It has been disclosed. In this temporary roof, the material cost is high because the roof material and the columns are made of aluminum alloy. In addition, since the tie bar is attached between the eaves, the upper space above the tie bar cannot be used. In addition, since the pillar is made of a hollow aluminum alloy long material, the strength is low, and the eave height cannot be made too high.
【０００６】また、テント倉庫やあるいは一般鉄骨倉庫
が提供されている。しかし、前者は鋼管ラチス構造のた
め、材料費と加工費が高い。後者は、重量鉄骨構造のた
め、施工が大掛かりになり、また使用材料および溶接加
工が多いため、費用が高くなり、さらにつなぎ材や母屋
等の二次的な部材の数が多いため、施工が複雑になる。Further, a tent warehouse or a general steel frame warehouse is provided. However, the former has a high cost of materials and processing due to the steel tube lattice structure. The latter requires heavy construction due to the heavy steel frame structure, and requires a large amount of materials and welding processing, resulting in high costs.In addition, the number of secondary members such as binders and purlins is large, so the construction is difficult. It gets complicated.
【０００７】本発明は、上記事情に鑑みて為されたもの
で、製作コストが安価でかつ容易に施工することができ
るとともに、内部空間を広くすることができる仮設上屋
を提供することを目的とする。SUMMARY OF THE INVENTION The present invention has been made in view of the above circumstances, and an object of the present invention is to provide a temporary shed which can be manufactured at low cost, can be easily constructed, and can have a wide internal space. And
【０００８】[0008]
【課題を解決するための手段】上記目的を達成するため
に、請求項１に記載の仮設上屋は、ウェブの両端部にフ
ランジを有する形鋼からなる一対の梁が山形に接合さ
れ、これがウェブの両端部にフランジを有する形鋼から
なる一対の柱の上端部に接合されて門形に形成され、前
記柱と前記梁とが方杖で結合され、前記山形に形成され
た梁と梁とがタイバーで結合されて単位フレームが形成
され、この単位フレームが桁方向に複数個並設され、こ
れらの単位フレームがつなぎ材およびブレースで結合さ
れていることを特徴とする。In order to achieve the above object, in a temporary shed according to the first aspect of the present invention, a pair of beams made of a shaped steel having flanges at both ends of a web are joined in a mountain shape. A pair of pillars made of shaped steel having flanges at both ends of the web are joined to the upper ends of a pair of pillars, formed in a gate shape, the pillars and the beams are joined by a brace, and the beams and beams formed in the chevron shape Are connected by tie bars to form a unit frame, a plurality of the unit frames are juxtaposed in the girder direction, and these unit frames are connected by a linking material and a brace.
【０００９】請求項１の発明においては、単位フレーム
を形鋼で形成し、これを並設してつなぎ材およびブレー
スで繋げることにより組み立てることができるので、施
工が容易であるとともに、安価に製作することができ
る。また、内部空間には、柱と梁とを結ぶ方杖と、梁と
梁とを結ぶタイバーとが配設されるので、従来のように
軒と軒の位置を結ぶタイバー等によって軒から上の上部
空間の使用が制限されるということがなくて、内部空間
を広く使用することができる。ここで、「ウェブの両端
部にフランジを有する形鋼」には、例えば、Ｈ形鋼、Ｉ
形鋼、溝形鋼等が含まれる。According to the first aspect of the present invention, since the unit frames can be formed by forming the unit frames and connecting them with the connecting members and the braces in parallel, the construction is easy and the manufacturing is inexpensive. can do. In addition, since the inner space is provided with a brace connecting the pillar and the beam, and a tie bar connecting the beam and the beam, the tie bar connecting the eave and the eave position as in the past is used to raise the eaves from the eaves. The internal space can be widely used without restricting the use of the upper space. Here, the “section steel having flanges at both ends of the web” includes, for example, H-section steel, I
Shaped steel, channel steel and the like are included.
【００１０】請求項２に記載の仮設上屋は、請求項１の
発明において、前記方杖は、軒部近傍において前記柱と
前記梁とに結合され、前記タイバーは、棟部側において
前記梁と梁とに結合されていることを特徴とする。請求
項２の発明においては、構造上の強度を維持しつつ内部
空間を広く使用することができる。ここで、タイバー
は、構造的効果その他を勘案すると、梁と梁とに棟部側
の中間部において（棟と軒との間の長さにおいて、棟か
ら１／４〜３／４程度の位置に）取り付けるのが好まし
い。In the temporary shed according to claim 2, in the invention according to claim 1, the brace is connected to the pillar and the beam near the eaves, and the tie bar is connected to the beam at the ridge side. And a beam. According to the second aspect of the present invention, the internal space can be widely used while maintaining the structural strength. Here, considering the structural effects and the like, the tie bar is located at the middle part of the ridge side between the beams (the position between the ridge and the eave is about 1/4 to 3/4 of the length of the ridge. Preferably).
【００１１】請求項３に記載の仮設上屋は、請求項１ま
たは請求項２の発明において、前記単位フレームの間隔
は、屋根・壁用シートの幅と同程度に設定され、前記柱
および前記梁の屋外側のフランジ外面にシートガイドが
取り付けられ、該シートガイドを介して前記屋根・壁用
シートが直接前記単位フレーム間に張設されていること
を特徴とする。According to a third aspect of the present invention, in the temporary shed, the interval between the unit frames is set to be substantially equal to the width of the roof / wall sheet. A seat guide is attached to the outer surface of the flange on the outdoor side of the beam, and the roof / wall sheet is directly stretched between the unit frames via the sheet guide.
【００１２】請求項３の発明においては、単位フレーム
間の間隔が張設される屋根・壁シートの幅に合わせて狭
く設定されているので、屋根・壁シートを直接柱および
梁にシートガイドを介して取り付けることができるた
め、母屋・胴縁等の部材が不要であるとともに、１単位
フレーム当たりの荷重を小さくすることができ、また柱
および梁のつなぎ材に枠組み足場用ブレース等を用いる
ことができる。また、シートを柱（梁）の屋外側のフラ
ンジ外面に取り付けられたシートガイドに取り付けて行
くことにより、屋根と壁を完成することができるので、
施工が容易である。According to the third aspect of the present invention, the interval between the unit frames is set to be narrow according to the width of the roof / wall sheet to be stretched. Since it can be installed via a bridge, members such as purlins and rims are not required, the load per unit frame can be reduced, and braces for frame scaffolding etc. are used as connecting members for columns and beams. Can be. In addition, the roof and wall can be completed by attaching the sheet to the sheet guide attached to the outside flange outside surface of the pillar (beam),
Construction is easy.
【００１３】請求項４に記載の仮設上屋は、請求項１乃
至請求項３の何れかの発明において、前記柱と前記梁お
よび前記梁同士は、ウェブ同士がスプライスプレートを
介してボルト接合され、方杖およびタイバーの各端部
は、前記柱および前記梁のフランジとボルト接合されて
いることを特徴とする。請求項４の発明においては、溶
接をする必要がなく、ボルト接合により組み立てできる
ので、施工が容易であるとともに、安価に製作すること
ができる。According to a fourth aspect of the present invention, there is provided the temporary shed according to any one of the first to third aspects, wherein the pillar, the beam, and the beam are bolted to each other via a splice plate. , And each end of the brace and the tie bar is bolted to the column and the flange of the beam. According to the fourth aspect of the present invention, since it is not necessary to perform welding and can be assembled by bolt joining, it is easy to perform the work and can be manufactured at low cost.
【００１４】請求項５に記載の仮設上屋は、請求項１乃
至請求項４の何れかの発明において、前記つなぎ材は、
一対の小径の鋼管が中央で交差されピン結合されて構成
され、前記柱および前記梁に接合部材を介してボルト接
合されていることを特徴とする。請求項６に記載の仮設
上屋は、請求項１乃至請求項５の何れかの発明におい
て、前記ブレース材は、一対の小径の鋼管が中央で交差
されピン結合されて構成され、前記柱および前記梁に直
接ボルト接合されていることを特徴とする。According to a fifth aspect of the present invention, in the temporary shed, in any one of the first to fourth aspects, the connecting material is
A pair of small-diameter steel pipes are configured to intersect at the center and are pin-joined, and are bolted to the columns and the beams via joining members. The temporary shed according to claim 6 is the invention according to any one of claims 1 to 5, wherein the brace material is configured by a pair of small-diameter steel pipes intersecting at the center and being pin-joined, It is characterized by being directly bolted to the beam.
【００１５】請求項５および請求項６の発明において
は、軽量のため一人で簡単に持ち運びができ、施工が簡
単である。また、ターンバックル付き丸鋼ブレースのよ
うに長さを現場で調整する必要がなく、つなぎ材および
ブレースをボルト接合するだけで上屋を組み立てていく
ことができる。さらに、各フレームの間の間隔をシート
の幅に合わせて設定すれば、枠組み足場に使用されてい
る規格品のブレースをそのまま流用することができ、コ
ストを低減することができる。According to the fifth and sixth aspects of the present invention, since it is lightweight, it can be easily carried by one person and the construction is simple. Further, unlike a round steel brace with a turnbuckle, it is not necessary to adjust the length on site, and the shed can be assembled simply by connecting the connecting material and the brace with bolts. Furthermore, if the interval between the frames is set according to the width of the seat, the standard brace used for the frame scaffold can be used as it is, and the cost can be reduced.
【００１６】請求項７に記載の仮設上屋は、請求項１乃
至請求項６の何れかの発明において、前記柱および前記
梁には切断および穴加工のみが行われ、前記柱および前
記梁に接合される部材はボルト接合されていることを特
徴とする。請求項７の発明においては、柱および梁が切
断と穴加工のみで行われ、溶接加工が施されないので、
製造コストを低減することができる。また、溶接加工が
ないので、プレメッキ形鋼を使用しても補修塗装の必要
がないため、ドブ漬けメッキを必要とする溶接構造と比
べて、メッキ費用を削減することができる。According to a seventh aspect of the present invention, in the temporary shed according to any one of the first to sixth aspects, only the cutting and drilling are performed on the column and the beam, and the column and the beam are formed on the column and the beam. The members to be joined are characterized by being bolted. According to the invention of claim 7, since the column and the beam are performed only by cutting and drilling, and are not subjected to welding,
Manufacturing costs can be reduced. Also, since there is no welding process, there is no need for repair painting even if a pre-plated section steel is used, so that plating costs can be reduced as compared to a welding structure that requires immersion plating.
【００１７】請求項８に記載の仮設上屋は、請求項１乃
至請求項７の何れかの発明において、前記柱および前記
梁は、高強度軽量Ｈ形鋼からなることを特徴とする。請
求項８の発明においては、同じ重量では圧延Ｈ形鋼に比
べて断面係数が大きいので、全体の鋼材重量が小さくな
るため、材料費を低減でき、また柱および梁の重量が軽
くなるため、施工の能率が向上する。According to an eighth aspect of the present invention, in the temporary shed, in any one of the first to seventh aspects, the columns and the beams are made of high-strength lightweight H-section steel. In the invention of claim 8, since the section weight is larger than that of the rolled H-section steel at the same weight, the overall steel material weight is reduced, so that the material cost can be reduced, and the weight of the columns and beams is reduced. The efficiency of construction is improved.
【００１８】[0018]
【発明の実施の形態】以下、本発明の実施の形態を図面
を参照して説明する。図１は、本実施の形態に係る仮設
上屋の全体構成を示す斜視図である。この仮設上屋は、
門形の単位フレームＦが複数個等間隔に並設され、これ
らがつなぎ材およびブレースで繋がれて構成されてい
る。各フレームＦの間の間隔は、屋根に張設されるシー
トの幅に合わせて、２ｍ程度に設定されている。これに
より、枠組み足場に使用されている規格品のブレースを
そのまま流用できる。Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a perspective view showing the entire configuration of a temporary shed according to the present embodiment. This temporary shed,
A plurality of gate-shaped unit frames F are juxtaposed at equal intervals, and these are connected by a connecting member and a brace. The interval between the frames F is set to about 2 m in accordance with the width of the sheet stretched on the roof. Thereby, the standard brace used for the frame scaffold can be used as it is.
【００１９】図２は、単位フレームを示す正面図であ
る。単位フレームＦは、両側の柱１、山形に組み合わさ
れた梁２，２、方杖３，３およびタイバー４を備えてお
り、柱１および梁２は、Ｈ形鋼からなる。柱１および梁
２は、この他に溶接軽量Ｈ形鋼や、軽量溝形鋼を背中合
わせに固定したものを使用することができるが、後者の
ものよりＨ形鋼や溶接Ｈ形鋼の方が断面性能上は優れて
いる。また、柱１および梁２に高強度軽量Ｈ形鋼を使用
すると、同じ重量では圧延Ｈ形鋼に比べて断面係数が大
きいので、全体の鋼材重量が小さくなるため、材料費を
低減できるとともに、部材の重量が軽いため、施工の能
率が良くなる。材料としては、例えば、ＪＩＳ Ｇ３１
０６に規定されているＳＭ４９０Ａ相当以上のものを使
用すると良い。FIG. 2 is a front view showing a unit frame. The unit frame F includes pillars 1 on both sides, beams 2 and 2 combined in a chevron shape, cross bars 3 and 3, and a tie bar 4, and the pillars 1 and the beams 2 are made of H-shaped steel. The column 1 and the beam 2 can be made of a welded lightweight H-section steel or a lightweight channel steel fixed back-to-back, but the H-section steel and the welded H-section steel are better than the latter. Excellent in cross-sectional performance. Further, when a high-strength lightweight H-section steel is used for the column 1 and the beam 2, the section weight is larger than that of the rolled H-section steel at the same weight, so that the entire steel material weight is reduced. Since the weight of the member is light, the efficiency of construction is improved. As the material, for example, JIS G31
It is preferable to use one equivalent to SM490A or more specified in J.06.
【００２０】上述したように、単位フレームＦ間の間隔
は張設される屋根・壁シートの幅に合わせて狭く設定さ
れているので、屋根・壁シートを直接柱１および梁２に
取り付けることができるため、母屋・胴縁等の部材が不
要であるとともに、１単位フレーム当たりの荷重を小さ
くすることができ、さらに柱１および梁２のつなぎ材に
軽微な部材（例えば、枠組み足場用ブレース等）を用い
ることができる。方杖３およびタイバー４は、リップ付
き軽量溝形鋼を背中合わせに固定したものである。タイ
バー４は梁２の棟部側の中間部に取り付けられており、
これにより、図中、破線で示す高さまで有効に使用する
ことができる。As described above, since the interval between the unit frames F is set to be narrow according to the width of the roof / wall sheet to be stretched, the roof / wall sheet can be directly attached to the pillar 1 and the beam 2. Therefore, members such as a purlin and a rim are not required, and a load per unit frame can be reduced. Further, a small member (for example, a brace for a frame scaffold, etc.) can be used as a connecting member for the pillar 1 and the beam 2. ) Can be used. The brace 3 and the tie bar 4 are formed by fixing a lightweight channel steel with a lip back to back. The tie bar 4 is attached to the middle part on the ridge side of the beam 2,
Thereby, it can be used effectively up to the height indicated by the broken line in the drawing.
【００２１】図３は、仮設上屋の側面図である。各単位
フレームＦ間は、柱つなぎ材５Ａで繋がれ、桁ブレース
６が設置される。桁ブレース６は柱１の屋内側フランジ
に取り付けられる。柱１は、コンクリート基礎の上に設
置しても良いが、Ｈ形鋼からなる土台１１の上に載せた
方が精度を出し易いので好ましい。FIG. 3 is a side view of the temporary shed. Each unit frame F is connected by a column connecting material 5A, and a girder brace 6 is installed. The girder brace 6 is attached to the indoor flange of the column 1. The column 1 may be installed on a concrete foundation, but it is preferable to mount the column 1 on a base 11 made of an H-shaped steel because the accuracy can be easily obtained.
【００２２】図４は、仮設上屋の平面図（屋根伏図）で
ある。屋根面は、軒つなぎ材５Ｂ、屋根つなぎ材５Ｃお
よび棟つなぎ材５Ｄで繋がれ、屋根ブレース７が設置さ
れる。屋根ブレース７は、梁２の屋内側フランジに取り
付けられる。屋根ブレース７は、軒部およびけらば部
（妻面に隣接する部分）には風圧力に対抗するために連
続的に配置されるが、その他の部分には適宜省略して配
置することができる。FIG. 4 is a plan view (roof plan) of the temporary shed. The roof surfaces are connected by an eave connecting material 5B, a roof connecting material 5C, and a ridge connecting material 5D, and a roof brace 7 is installed. The roof brace 7 is attached to the indoor flange of the beam 2. The roof brace 7 is continuously arranged at the eaves and the kerb (the portion adjacent to the wife's face) to oppose the wind pressure, but can be appropriately omitted and arranged at other portions. .
【００２３】図５は、軒部および方杖接合部の詳細図で
ある。柱１と梁２とはそれぞれ、Ｈ形鋼の端部が斜めに
切断され、これらのウェブ端部同士がＴ字状のスプライ
スプレート８によって両側から挟み込まれ、高力ボルト
により接合されている。スプライスプレート８の中央突
出部８ａには、軒つなぎ材５Ｂが接合される。屋根ブレ
ース７の力を桁ブレース６に伝達するために、柱１と梁
２の屋内側フランジ同士をく字状の接合部材１２を介し
て高力ボルトで接合することが望ましい。ただし、この
柱・梁接合部では曲げモーメントを伝達する必要がない
ので、屋外側フランジの連結は必要がない。FIG. 5 is a detailed view of the eave portion and the joint of the brace. Each of the column 1 and the beam 2 is cut obliquely at the end of the H-section steel, and these web ends are sandwiched from both sides by a T-shaped splice plate 8 and joined by high-strength bolts. An eaves connecting material 5B is joined to the central projecting portion 8a of the splice plate 8. In order to transmit the force of the roof brace 7 to the girder brace 6, it is desirable that the indoor flanges of the column 1 and the beam 2 be joined to each other with a high-strength bolt via a V-shaped joining member 12. However, since there is no need to transmit the bending moment at the column / beam joint, there is no need to connect the outdoor flange.
【００２４】方杖３は、リップ付き軽量溝形鋼を２本背
中合わせに組合せ、綴り材１３により一体的に固定され
たものである。構造計算上圧縮力が作用するため、座屈
に対する抵抗力が強められている。この方杖３の両端部
はそれぞれ、柱１の軒部近傍のフランジおよび梁２の軒
部近傍のフランジにＴ字状の接合部材１４，１４Ａを介
して高力ボルトで接合される。すなわち、接合部材１
４，１４Ａの突出部が背中合わせのリップ付き軽量溝形
鋼の間に挿入されてボルト接合されるとともに、接合部
材１４，１４Ａのフランジ部が柱１、梁２のフランジに
ボルト接合される。方杖３が取り付く柱１および梁２の
フランジの内側には、それぞれ補強のためにＬ形の補強
部材１５がボルトにより取り付けられる。The cane 3 is formed by combining two light-weight channel steels with lips back to back and integrally fixed by a spelling material 13. Since a compressive force acts on the structural calculation, resistance to buckling is increased. Both ends of the brace 3 are joined to the flange near the eaves of the column 1 and the flange near the eaves of the beam 2 with high-strength bolts via T-shaped joining members 14 and 14A. That is, the joining member 1
The protruding portions of the 4, 14A are inserted between the back-to-back lip-attached lightweight channel steel members and bolted, and the flange portions of the joining members 14, 14A are bolted to the flanges of the column 1 and the beam 2. L-shaped reinforcing members 15 are attached to the inside of the flanges of the pillar 1 and the beam 2 to which the brace 3 is attached, respectively, for reinforcement by bolts.
【００２５】図６は、棟部の詳細図である。梁２，２は
それぞれ、Ｈ形鋼の端部が斜めに切断され、これらのウ
ェブ端部同士がＴ字状のスプライスプレート９によって
両側から挟み込まれ、高力ボルトにより接合されてい
る。スプライスプレート９の中央突出部９ａには、軒つ
なぎ材５Ｄが接合される。FIG. 6 is a detailed view of the ridge. The ends of the H-section steel beams 2 and 2 are cut obliquely, and these web ends are sandwiched from both sides by a T-shaped splice plate 9 and joined by high-strength bolts. An eaves connecting material 5D is joined to the central projecting portion 9a of the splice plate 9.
【００２６】図７は、タイバー接合部の詳細図である。
タイバー４は、リップ付き軽量溝形鋼を２本背中合わせ
に組合せ、綴り材１６により一体的に固定されたもので
ある。構造計算上タイバー４には引張力しか働かないの
で座屈の心配はないが、組立時にはある程度の圧縮力が
作用し、またタイバー４にワイヤーや鋼棒などを用いる
とこれらには圧縮に対する抵抗力がないうえ、たわみが
出ることや小屋組みの形状が決まらないという問題があ
るため、上記のような部材を用いるのが好ましい。FIG. 7 is a detailed view of the tie bar joint.
The tie bar 4 is formed by combining two light-weight channel steels with lips back to back and integrally fixed by a spelling material 16. There is no fear of buckling because only the tensile force acts on the tie bar 4 due to the structural calculation. However, a certain amount of compressive force acts during assembly, and if a wire or a steel bar is used for the tie bar 4, the tie bar 4 has a resistance to compression. In addition, there is a problem that there is no deflection, and there is a problem that the shape of the hut assembly is not determined, so that it is preferable to use the above-mentioned members.
【００２７】タイバー４の取り付け位置は、軒に近いほ
ど梁の曲げモーメントを小さくする効果があるが、タイ
バーの長さが長くなりすぎて現場での取り扱いが困難に
なる。また、使用可能な屋内空間の高さを制約してしま
う。一方、タイバーの取り付け位置が棟に近すぎると、
構造的効果が小さくなる。したがって、タイバー４の両
端部をそれぞれ、棟と軒との間の長さにおいて、棟から
１／４〜３／４程度の位置に取り付けるのが望ましい。The closer the tie bar 4 is attached to the eaves, the smaller the bending moment of the beam is. However, the length of the tie bar becomes too long, which makes it difficult to handle it on site. In addition, the height of the usable indoor space is restricted. On the other hand, if the mounting position of the tie bar is too close to the ridge,
The structural effect is reduced. Therefore, it is desirable to attach both ends of the tie bar 4 to positions approximately 1/4 to 3/4 from the ridge in the length between the ridge and the eave.
【００２８】タイバー４の両端部はそれぞれ、梁２，２
の軒部近傍のフランジにＴ字状の接合部材１７を介して
高力ボルトで接合される。すなわち、接合部材１７の突
出部が背中合わせのリップ付き軽量溝形鋼の間に挿入さ
れてボルト接合されるとともに、接合部材１７のフラン
ジ部が梁２のフランジにボルト接合される。タイバー４
が取り付く梁２のフランジの内側には、補強のためにＬ
形の補強部材１８がボルトにより取り付けられる。The two ends of the tie bar 4 are respectively connected to beams 2, 2
Is joined to the flange near the eaves by a high-strength bolt via a T-shaped joining member 17. That is, the projecting portion of the joining member 17 is inserted between the back-to-back lip-attached lightweight channel steel members and bolted, and the flange portion of the joining member 17 is bolted to the flange of the beam 2. Tie bar 4
The inside of the flange of the beam 2 to which
A reinforcing member 18 in the form of a bolt is attached by bolts.
【００２９】図８は、つなぎ材接合部およびブレース接
合部の詳細図である。柱１および梁２のウェブにはそれ
ぞれ所定間隔でＬ形の接合部材１９が高力ボルトにより
取り付けられている。接合部材１９の板厚は柱１および
梁２のウェブの板厚よりも厚く設定され、ウェブの全高
さに渡って両側から接合部材１９，１９によって挟み込
まれるので、柱１および梁２のフランジが固定されてい
なくとも、横座屈を防止することができる。FIG. 8 is a detailed view of the joint member and the brace joint. L-shaped joining members 19 are attached to the webs of the columns 1 and the beams 2 at predetermined intervals by high-strength bolts. The thickness of the joining member 19 is set to be greater than the thickness of the web of the column 1 and the beam 2 and is sandwiched between the joining members 19 from both sides over the entire height of the web. Even if not fixed, lateral buckling can be prevented.
【００３０】つなぎ材５Ａ〜５Ｄおよびブレース６，７
は、小径の鋼管の両端部を扁平に潰して穴を明け、これ
を２本中央部においてピン２０で結合したものであっ
て、通常の枠組み足場のブレースと同様のものである。
したがって、足場用の規格品をこれらつなぎ材５Ａ〜５
Ｄおよびブレース６，７に用いると、コストを大幅に低
減することができる。このようなつなぎ材５Ａ〜５Ｄお
よびブレース６，７は、軽量のため一人で簡単に持ち運
びができ、施工が簡単である。さらに、ターンバックル
付き丸鋼ブレースのように長さを現場で調整する必要が
なく、つなぎ材５Ａ〜５Ｄおよびブレース６，７の所定
の穴にボルト接合するだけで上屋全体の形状が自動的に
決まっていく。つなぎ材５Ａ〜５Ｄは、ボルトにより接
合部材１９に取り付けられ、桁ブレース６および屋根ブ
レース７はそれぞれ、柱１および梁２の屋内側のフラン
ジに明けられた穴に直接ボルトにより取り付けられる。Tethers 5A-5D and braces 6,7
Is formed by crushing flat ends of a small-diameter steel pipe to form a hole, and connecting the two with a pin 20 at the center, which is similar to a brace of a normal frame scaffold.
Therefore, the standard products for scaffolds can be connected to these connecting materials 5A to 5A.
When used for D and braces 6 and 7, the cost can be significantly reduced. Since the connecting members 5A to 5D and the braces 6 and 7 are lightweight, they can be easily carried by one person, and the construction is simple. Furthermore, there is no need to adjust the length on site like a round steel brace with a turnbuckle, and the entire shape of the shed is automatically adjusted by simply bolting the connecting members 5A to 5D and the predetermined holes of the braces 6,7. It is decided to. The connecting members 5A to 5D are attached to the joining member 19 by bolts, and the girder braces 6 and the roof braces 7 are directly bolted to the holes formed in the indoor flanges of the columns 1 and the beams 2, respectively.
【００３１】図９は、シート取付部の詳細図である。図
８および図９に示すように、柱１および梁２の屋外側の
フランジには、両端部に「Ｃ」字状のシート固定部２１
ａを有するシートガイド２１がガイド固定ボルト２２に
より固定されている。単位フレームＦ間の間隔がシート
２３の幅と同程度に設定されているので、シート２３の
縁をロープ等で補強して挿入部２３ａとし、シート２３
の挿入部２３ａをシートガイド２１のシート固定部２１
ａに差し込むだけで屋根と壁を完成することができる。FIG. 9 is a detailed view of the seat mounting portion. As shown in FIGS. 8 and 9, “C” -shaped seat fixing portions 21 are provided at both ends of the outdoor flanges of the columns 1 and the beams 2.
The sheet guide 21 having a is fixed by a guide fixing bolt 22. Since the interval between the unit frames F is set to be substantially equal to the width of the sheet 23, the edge of the sheet 23 is reinforced with a rope or the like to form an insertion portion 23a, and the sheet 23
The insertion portion 23a of the sheet guide 21 is
The roof and the wall can be completed simply by inserting it into a.
【００３２】[0032]
【発明の効果】以上説明したように、本発明の仮設上屋
によれば、製作コストが安価でかつ容易に施工すること
ができるとともに、内部空間を広くすることができる。As described above, according to the temporary shed of the present invention, the manufacturing cost can be reduced, the construction can be easily performed, and the internal space can be widened.
【図１】本発明の実施の形態に係る仮設上屋の全体構成
を示す斜視図である。FIG. 1 is a perspective view showing an entire configuration of a temporary shed according to an embodiment of the present invention.
【図２】単位フレームを示す正面図である。FIG. 2 is a front view showing a unit frame.
【図３】本発明の実施の形態に係る仮設上屋を示す側面
図である。FIG. 3 is a side view showing a temporary shed according to the embodiment of the present invention.
【図４】本発明の実施の形態に係る仮設上屋を示す平面
図である。FIG. 4 is a plan view showing a temporary shed according to the embodiment of the present invention.
【図５】軒部および方杖接合部の詳細図である。FIG. 5 is a detailed view of an eave portion and a hook joint portion.
【図６】棟部の詳細図である。FIG. 6 is a detailed view of a ridge.
【図７】タイバー接合部の詳細図である。FIG. 7 is a detailed view of a tie bar joint.
【図８】つなぎ材接合部およびブレース接合部の詳細図
である。FIG. 8 is a detailed view of a tether joint and a brace joint.
【図９】シート取付部の詳細図である。FIG. 9 is a detailed view of a seat mounting portion.
Ｆ 単位フレーム １ 柱 ２ 梁 ３ 方杖 ４ タイバー ５Ａ 柱つなぎ材 ５Ｂ 軒つなぎ材 ５Ｃ 屋根つなぎ材 ５Ｄ 棟つなぎ材 ６ 桁ブレース ７ 屋根ブレース ８ スプライスプレート ９ スプライスプレート １１ 土台 １２ 接合部材 １３ 綴り材 １４，１４Ａ 接合部材 １５ 補強部材 １６ 綴り材 １７ 接合部材 １８ 補強部材 １９ 接合部材 ２０ ピン ２１ シートガイド ２１ａ シート固定部 ２２ ガイド固定ボルト ２３ シート ２３ａ 挿入部 F Unit frame 1 pillar 2 beam 3 cross stick 4 tie bar 5A pillar connecting material 5B eave connecting material 5C roof connecting material 5D ridge connecting material 6 girder brace 7 roof brace 8 splice plate 9 splice plate 11 base 12 joining member 13 spelling material 13 14A joining member 15 reinforcing member 16 spelling material 17 joining member 18 reinforcing member 19 joining member 20 pin 21 sheet guide 21a sheet fixing part 22 guide fixing bolt 23 sheet 23a insertion part
───────────────────────────────────────────────────── フロントページの続き (72)発明者 仁村 優治 北海道伊達市北稀府町99番地５ 株式会社 エイディエム内 Ｆターム(参考） 2E125 AA06 AA16 AA18 AA32 AA33 AA53 AA62 AB01 AB05 AB10 AB17 AC15 AC16 AC17 AD00 AG03 AG07 AG12 AG26 AG53 AG56 BB01 BB08 BB11 BB12 BB18 BB22 BB32 BC02 BD01 BE02 BE05 BE08 BF01 CA05 CA06 CA14 CA15 CA19 EA33 EB00 ────────────────────────────────────────────────── ─── Continued on the front page (72) Inventor Yuji Nimura 99-5 Kita-kifu-cho, Date City, Hokkaido F-term in ADIM Corporation (reference) 2E125 AA06 AA16 AA18 AA32 AA33 AA53 AA62 AB01 AB05 AB10 AB17 AC15 AC16 AC17 AD00 AG03 AG07 AG12 AG26 AG53 AG56 BB01 BB08 BB11 BB12 BB18 BB22 BB32 BC02 BD01 BE02 BE05 BE08 BF01 CA05 CA06 CA14 CA15 CA19 EA33 EB00
Claims (8)
からなる一対の梁が山形に接合され、これがウェブの両
端部にフランジを有する形鋼からなる一対の柱の上端部
に接合されて門形に形成され、前記柱と前記梁とが方杖
で結合され、前記山形に形成された梁と梁とがタイバー
で結合されて単位フレームが形成され、この単位フレー
ムが桁方向に複数個並設され、これらの単位フレームが
つなぎ材およびブレースで結合されていることを特徴と
する仮設上屋。1. A pair of beams made of a shape steel having flanges at both ends of a web are joined in a chevron shape, and this is joined to upper ends of a pair of columns made of a shape steel having flanges at both ends of the web to form a gate. The column and the beam are connected by a brace, and the mountain-shaped beam and the beam are connected by a tie bar to form a unit frame. A temporary shed, wherein the unit frames are connected by a connecting member and a brace.
前記梁とに結合され、前記タイバーは、棟部側において
前記梁と梁とに結合されていることを特徴とする請求項
１に記載の仮設上屋。2. The method according to claim 1, wherein the brace is connected to the pillar and the beam in the vicinity of the eaves, and the tie bar is connected to the beam and the beam on the ridge side. Temporary shed described in.
シートの幅と同程度に設定され、前記柱および前記梁の
屋外側のフランジ外面にシートガイドが取り付けられ、
該シートガイドを介して前記屋根・壁用シートが直接前
記単位フレーム間に張設されていることを特徴とする請
求項１または請求項２に記載の仮設上屋。3. The interval between the unit frames is set to be substantially equal to the width of a roof / wall sheet, and a sheet guide is attached to an outer flange outer surface of the pillar and the beam,
3. The temporary shed according to claim 1, wherein the roof / wall sheet is directly stretched between the unit frames via the sheet guide. 4.
ェブ同士がスプライスプレートを介してボルト接合さ
れ、方杖およびタイバーの各端部は、前記柱および前記
梁のフランジとボルト接合されていることを特徴とする
請求項１乃至製３の何れかに記載の仮設上屋。4. The pillar, the beam, and the beams are bolted to each other via a splice plate, and each end of the brace and the tie bar is bolted to a flange of the column and the beam. The temporary shed according to any one of claims 1 to 3, wherein:
央で交差されピン結合されて構成され、前記柱および前
記梁に接合部材を介してボルト接合されていることを特
徴とする請求項１乃至請求項４の何れかに記載の仮設上
屋。5. The connecting member according to claim 1, wherein a pair of small-diameter steel pipes are crossed at the center and pin-connected, and are bolted to the columns and the beams via connecting members. The temporary shed according to any one of claims 1 to 4.
中央で交差されピン結合されて構成され、前記柱および
前記梁に直接ボルト接合されていることを特徴とする請
求項１乃至請求項５の何れかに記載の仮設上屋。6. The brace material according to claim 1, wherein a pair of small-diameter steel pipes are crossed at the center and pin-connected, and are directly bolted to the columns and the beams. 5. The temporary shed according to any one of 5.
みが行われ、前記柱および前記梁に接合される部材はボ
ルト接合されていることを特徴とする請求項１乃至請求
項６の何れかに記載の仮設上屋。7. The method according to claim 1, wherein only cutting and drilling are performed on the column and the beam, and members joined to the column and the beam are bolted. Temporary shed described in any of them.
鋼からなることを特徴とする請求項１乃至請求項７の何
れかに記載の仮設上屋。8. The temporary shed according to claim 1, wherein the columns and the beams are made of high-strength lightweight H-section steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2000234039A JP4153148B2 (en) | 2000-08-02 | 2000-08-02 | Temporary shed |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2000234039A JP4153148B2 (en) | 2000-08-02 | 2000-08-02 | Temporary shed |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JP2002047807A true JP2002047807A (en) | 2002-02-15 |
| JP4153148B2 JP4153148B2 (en) | 2008-09-17 |
Family
ID=18726476
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2000234039A Expired - Fee Related JP4153148B2 (en) | 2000-08-02 | 2000-08-02 | Temporary shed |
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| Country | Link |
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| JP (1) | JP4153148B2 (en) |
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| WO2007030881A1 (en) * | 2005-09-13 | 2007-03-22 | Eco Structures Australia Pty Ltd | Building structure |
| JP2012122218A (en) * | 2010-12-07 | 2012-06-28 | Yuji Nimura | Framework element for temporary fence |
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